St Andrews Est-LR040319ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/19/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-7
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE~EPTH~ NUMBER MOISTURE DRY DENSI~' MOISTURE DRY DENSF~' COMPACTION COMMENT*
8 03/19/04 FG-5.0 4 13.5 114.5 15.1 109 95 1 -A
9 03/19/04 FG-4.5 4 13.5 114.5 15.5 110 96 1-A
10 03/19/04 FG~,.0 4 13.5 114.5 16.0 109 96 1-A
11 03/19/04 FG-3.5 4 13.5 114.5 15.0 110 96 1 -A
12 03/19/04 FG-3.0 4 13.5 114.5 14.6 111 97 I~A
13 03/19/04 FG-2.5 4 13.5 114.5 15.8 110 96 1-A
14 03/19/04 FG-2.0 4 13.5 114.5 15.2 109 95 1-A
TEST LOCATION: HOUSE PAD
8 10' N AND 10' E FROM THE SW CORNER OF PAD 1
9 20' N AND 15' E FROM THE SW CORNER OF PAD 1
10 15' N AND 15' E FROM THE SW CORNER OF PAD 1
11 30' N AND 10' E FROM THE SW CORNER OF PAD 1
12 15' S AND 10' W FROM THE NE CORNER OF PAD 1
13 15' S AND 15' W FROM THE NE CORNER OF PAD 1
14 20' S AND 10' W FROM THE NE CORNER OF PAD 1 ,__
CC: HENNESSEY ENGINEERING
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
Geotechnicat Englneenng · Construction Materials Testing · Envlronmenta/ Englneenng
· Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 03/19/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-7A
TEST DATA:
TEST ~ SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY OENSITY COMPACTION COMMENT*
15 03/19/04 FG-I.5 4 13.5 114.5 14.9 110 96 1-A
16 03/19/04 FG-I.0 4 13.5 114.5 15.0 110 96 1-A
17 03/19/04 FG-0.5 4 13.5 114.5 16.4 109 96 1 -A
18 03/19/04 fg 4 13.5 114.5 15.1 110 96 1-A
TEST LOCATION: HOUSE PAD
15 30' SAND 15' WFROM THE NE CORNER OF PAD 1
16 10' S AND 10' W FROM THE NE CORNER OF PAD 1
17 10' S AND 25' W FROM THE NE CORNER OF PAD 1
18 15' S AND 30' W FROM THE NE CORNER OF PAD 1
CC: HENNESSEY ENGINEERING
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENTTREATED
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIF~CATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D RETEST
Our test results and repods are for the exclusive use of the Client (and thetr designated recipients on file In our office) and sha~ not b,
, rpress approval of
ALPHAThe use of our name and test results must recewe our wrllten approval Test results and reports apply on¥ to the samples tested and/or observed~ ~nnd are not indicative of he quaJitres of
apparently identical ct similar Specimens
Geotechnica/ Engmeenng · Construchon Materials Testing · EnvirOnmental Eng¢~eenng · Consulting